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4. A steel bar in Fig. 2 of length L= 2.0 m is compressed by axial load at the midpoint of one side of the cross section. Assuming E= 210 GPa and both ends of the bar are pinned, calculate i. the maximum deflection ii. maximum bending moment. P=60 kN 50 mm 50 mm Figure 1

4. A steel bar in Fig. 2 of length L= 2.0 m is compressed by axial load at the midpoint of one side of the cross section. Assuming E= 210 GPa and both ends of the bar are pinned, calculate i. the maximum deflection ii. maximum bending moment. P=60 kN 50 mm 50 mm Figure 1

Elements Of Electromagnetics
Elements Of Electromagnetics
7th Edition
ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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4. A steel bar in Fig. 2 of length L = 2.0 m is compressed by axial load at the midpoint of one side of the cross section. Assuming E = 210 GPa and both ends of the bar are pinned, calculate i. the maximum deflection ii.maximum bending moment. P = 60 kN 50 mm 50 mm Figure 1
Transcribed Image Text:4. A steel bar in Fig. 2 of length L = 2.0 m is compressed by axial load at the midpoint of one side of the cross section. Assuming E = 210 GPa and both ends of the bar are pinned, calculate i. the maximum deflection ii.maximum bending moment. P = 60 kN 50 mm 50 mm Figure 1
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